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John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review 1-3 June 2010 :

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Presentation on theme: "John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review 1-3 June 2010 :"— Presentation transcript:

1 John Osborne : GS-SEM Civil Engineering 18 May 2009 CES 9 June 2010 1.News from ILC Japan CFS review 1-3 June 2010 : http://ilcagenda.linearcollider.org/conferenceDisplay.py?confId=4613 2.News from CTC 18 May 2010 on CLIC tunnel cross section 3.CDR Authors for CES studies

2 John Osborne : GS-SEM Civil Engineering 18 May 2009 Report on behalf of CLIC Civil Engineering and Services (CES) WG CTC 18 May 2010 CES studies for CDR : 1. Tunnel cross section 2. Injection Complex 3. BDS Layout 4.Experimental Area Layout 5.Summary

3 John Osborne : GS-SEM Civil Engineering 18 May 2009 1.Tunnel cross section

4 John Osborne : GS-SEM Civil Engineering 18 May 2009 4 4.5m tunnel for CDR as agreed in 2009

5 John Osborne : GS-SEM Civil Engineering 18 May 2009 5 Drawbacks with 4.5m tunnel identified in 2009 Positioning of electronic racks not ideal Solution : Re-position onto tunnel floor, but possibly means deleting safety barrier Difficult to access ‘tunnel wall’ side of modules Solution : remove entire module for access ? Access to Drive Beam dumps Solution : Local Tunnel enlargement to allow ‘ladder’ access (see next slides) Impact from vibration from floor embedded pipes Solution : Further studies in TD Phase Reduced space due to transversal ventilation and perhaps not sufficient cooling power Solution : Study longitudinal ventilation system during TD Phase No space for vehicle powering ‘monorail’ and integration conflict Inductive powering for vehicle ?

6 John Osborne : GS-SEM Civil Engineering 18 May 2009 Revised 4.5m cross section

7 John Osborne : GS-SEM Civil Engineering 18 May 2009 Access to Drive beam dump

8 John Osborne : GS-SEM Civil Engineering 18 May 2009

9 John Osborne : GS-SEM Civil Engineering 18 May 2009 Access to LHC Dumps at Point 6

10 John Osborne : GS-SEM Civil Engineering 18 May 2009 Cross section for ILC Europe (CERN) 5.2m diameter for Kly-Cluster

11 John Osborne : GS-SEM Civil Engineering 18 May 2009 Possible 5.2m cross section for CLIC

12 John Osborne : GS-SEM Civil Engineering 18 May 2009 ‘Metro standard’ 5.6m tunnel +150MCHF : Proposed at CTC May 2009

13 John Osborne : GS-SEM Civil Engineering 18 May 2009 2. Injection Complex : Input mainly from : L.Rinolfi B.Jeanneret F.Stulle

14 John Osborne : GS-SEM Civil Engineering 18 May 2009 14 Injection Complex 2009 Layout

15 John Osborne : GS-SEM Civil Engineering 18 May 2009 15 Injection Complex 2010 Layout 1.1km extra tunnel for turnarounds 500m extra for CR, DR Injection cut and cover tunnels lengths increased to 1.4km (from 1km) ‘turnaround’ is now a horizontal cut/cover design

16 John Osborne : GS-SEM Civil Engineering 18 May 2009 ‘Spiral descents’ removed

17 John Osborne : GS-SEM Civil Engineering 18 May 2009 17 Surface tunnels / halls for Injection Complex 2010 Layout : Surface buildings added

18 John Osborne : GS-SEM Civil Engineering 18 May 2009 CLIC Damping Rings schematic layout e + Damping Ring e - Damping Ring e - Pre-damping Ring e + Pre-damping Ring e + linac to PDR transfer line e - linac to PDR transfer line e + PDR to DR transfer line e + DR to Booster linac transfer line e - PDR to DR transfer line e - DR to Booster linac transfer line 205 m 80 m Dump 157 m 64 m Damping rings still to be finalised

19 John Osborne : GS-SEM Civil Engineering 18 May 2009 ON - HOLD

20 John Osborne : GS-SEM Civil Engineering 18 May 2009 3. BDS Layout Input mainly from : Rogelio Tomas Garcia Edda Gschwendtner

21 John Osborne : GS-SEM Civil Engineering 18 May 2009 Main Beam Dumps

22 John Osborne : GS-SEM Civil Engineering 18 May 2009 Tune-Up Dumps added

23 John Osborne : GS-SEM Civil Engineering 18 May 2009 4. Experimental Area Layout

24 John Osborne : GS-SEM Civil Engineering 18 May 2009 CLIC Detector hall layout developed by : A.Gaddi H.Gerwig A.Herve CES will now use this as starting point for CE & services design, including cost estimates

25 John Osborne : GS-SEM Civil Engineering 18 May 2009 Machine By-Pass added Survey gallery added Emergency escape tunnel Better to delete cavern ‘technical alcoves’ Gantry crane capacities to be determined CV being consulted about requirements

26 John Osborne : GS-SEM Civil Engineering 18 May 2009 ILC 3d models developed at CERN using CATIA : CLIC models to follow once draughtsman is identified

27 John Osborne : GS-SEM Civil Engineering 18 May 2009 ILC Project general view of IR

28 John Osborne : GS-SEM Civil Engineering 18 May 2009 ILC Project 3d general view Concerns half of the project (circled area) 1 2 3 4 5 6 7 8 10 9 11 12 Diameter (m)Length (m) Experimental Cavern Interface Tunnel 15.2070 Main Dump Branch Tunnel 26.0080 Damping Ring Branch Tunnel 312.00145* PTRAN & BDS Diag. Dump Tunnel 47.001105 BDS Diag. Dump Branch Tunnel 56.00193 400 MeV accelerator Tunnel 65.20473 Positron Production Tunnel & Remote Handling Cavern 78.00162 e- BDS Dogleg Tunnel 85.20375 Undulator & Fast Abort Dump Tunnel & Undulator Access Cavern 98.00360 End ML – Start Positron Tunnel 105.20300 Damping Ring Transfer Tunnel 116.00145 Damping Ring Junction Cavern 1214.0037 Cavern number 3 can be reduced in length due to deletion of photon pipe

29 John Osborne : GS-SEM Civil Engineering 18 May 2009 Very hectic area ! 3 ∅ 12.00 x 145m e- RTML Positron Transfer Dump Can be shortened due to deletion of Photon pipe Positron Main Dump Electron BDS PLTR Spin Rotation e+ Energy Compression ILC Junction cavern

30 John Osborne : GS-SEM Civil Engineering 18 May 2009 Overall layout updated (full symmetry)

31 John Osborne : GS-SEM Civil Engineering 18 May 2009 5. Summary Will continue to try and ‘freeze’ CE layouts at monthly CES meeting. Next major issue is amount of space required for Power Converters. Martin Gastal is gathering input from other technical services for experimental hall (CV,EL etc) Costing for CDR required for all technical infrastructure by September with assistance from Amberg consultants (same CE consultants for ILC) Draft layout for CDR Chapter ‘Civil Engineering and Services’ has been submitted to Hermann Next CTC 22 June specifically about tunnel cross section (4.5m,5.2m or 5.6m)

32 John Osborne : GS-SEM Civil Engineering 18 May 2009 5.6m first DRAFT

33 John Osborne : GS-SEM Civil Engineering 18 May 2009 CES authors for CDR : refer to mail from H.Schmickler 31 May 2010


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